| Date |
Text |
| 2020-11-24 16:37:13 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20110703 |
| | ADD: 777 S. FLAGLER DR. / 1ST FLOOR/ SUITE??? |
| | CONT: MENEMSHA DEVELOPMENT GROUP |
| | TEL: 781-666-4973 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. NOV.24TH./ 2020 |
| | ACTION: DENIED |
| | |
| | 1) NEITHER THE PERMIT APPLICATION NOR TITLEBLOCK OF THE |
| | PLANS PROVIDE THE SUITE NUMBER WHERE WORK IS TO BE |
| | PERFORMED FOR THIS PERMIT. 2017 FLORIDA BUILDING CODE W |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE |
| | OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| | AND EXTENT OF THE WORK PROPOSED. |
| | |
| | 2) MISSING INFORMATION. SHEET A00.30 INDICATES THERE IS |
| | DOOR SCHEDULES & DETAILS WHICH THERE IS BUT WHEN YOU |
| | REVIEW SHEET A00.33 CODE REVIEW YOU HAVE THE SAME SHEET |
| | LOADED FOR DOOR SCHEDULE & DETAILS. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATIVE CODE SECTION: |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| | OR STRUCTURES. |
| | 107.3.5.1 COMMERCIAL BUILDINGS |
| | 107.3.5.1.1. BUILDING |
| | |
| | MISSING CODE DATA: |
| | FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD |
| | ELEVATIONS |
| | PROPOSED FLOOD ELEVATION CERTIFICATE FOR STRUCTURES IN |
| | A SPECIFIC FLOOD HAZARD AREA |
| | OCCUPANCY GROUP |
| | MINIMUM TYPE OF CONSTRUCTION |
| | FIRE RESISTANCE SEPARATION |
| | LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE |
| | FOLLOWING: |
| | CODE DATA/ BUILDING DATA |
| | OCCUPANT LOAD AND EGRESS CAPACITIES |
| | GROSS OR NET |
| | MEANS OF EGRESS EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | |
| | 3) SHEET A02.01: |
| | 3A) THE CUSTOMER PANTRY 112 & COLLEAGUE PANTRY 115, THE |
| | FLOOR PLAN DOES NOT SHOW THE REQUIRED FRONTAL CLEAR |
| | FLOOR SPACE FOR THE SINK. SEE 2017 FBC-ACCESS. CODE |
| | SECTION 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE |
| | COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH, |
| | AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE |
| | PROVIDED, SEE EXCEPTIONS ALSO, BUT SHOW THE REQUIRED |
| | CLEAR FLOOR SPACE ON THE FLOOR PLAN. |
| | |
| | 3B) THE FLOOR PLAN SHOWS A UNISEX RESTROOM # 113 AND |
| | DETAILS ON A11.03 DETAIL 9. DETAIL # 9 SHOWS THE WALL |
| | COVERING TYPE AS WC-5. THE FINISH SCHEDULE STATES WALL |
| | COVERING. WALL COVERINGS AND PAINT ARE NOT CONSIDERED A |
| | HARD-NON-ABSORBENT SURFACE. |
| | 2017 FBC-B 1210.2.2. WALLS & PARTITIONS. THIS COMMENT |
| | IS A RESULT OF THE BUILDING OFFICIAL INTERPRETATION. IN |
| | RESTROOMS EPOXY PAINT IS NO LONGER CONSIDERED A SMOOTH |
| | HARD, NON-ABSORBENT SURFACE. |
| | WALLS & PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, |
| | URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, |
| | NON-ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4 |
| | FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL ELEMENTS, |
| | THE MATERIAL USED IN SUCH WALLS SHALL BE OF A TYPE THAT |
| | IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS |
| | SHALL COMPLY WITH 1210.2. |
| | 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND |
| | PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH |
| | SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 4) SHEET A02.01 SHOW A NEW (REPLACEMENT) EXTERIOR DOOR |
| | # 101 AND SIDE LIGHTS. THE PLANS DO NOT PROVIDE THE |
| | WIND DESIGN DATA. 2017 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 4.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 5) SUBMITTED NOA 16-1213.02 OLDCASTLE BUILDING |
| | ENVELOPE: SERIES MSD- 375 & WSD-500 OUTSWING GLAZED |
| | ALUMINUM ENTRANCE DOORS W/WO TRANSOM. PLEASE REVIEW |
| | CAREFULLY THIS DOOR SYSTEMS IS FOR A DOUBLE DOOR SYSTEM |
| | OR A SINGLE DOOR AND ONE SIDELIGHT ROUGHLY A 8 FOOT BY |
| | 8 FOOT SYSTEM. IDENTIFY GLAZING/ MULLIONS AND PANIC |
| | HARDWARE. PLEASE IDENTIFY ON THE PRODUCT APPROVAL |
| | BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE |
| | SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS |
| | WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & |
| | HEIGHT, TYPE OF GLAZING, MULLION SIZE, LENGTH IF |
| | UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. 2017 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND |
| | DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| | MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING |
| | SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE |
| | CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN |
| | THE TESTS. |
| | |
| | 6) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| | DRAWING STAMP OF APPROVAL) BY THE DESIGNER OF RECORD |
| | PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 7) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
